Keyphrases
Circular Steel Tube
100%
Cyclic Load
100%
Rubberized Concrete
100%
Design Procedure
40%
Cyclic Loading
40%
Rubber Content
40%
Design Application
20%
Modeling Techniques
20%
Rubber
20%
Analytical Procedures
20%
Material Parameters
20%
Geometric Parameters
20%
Local Buckling
20%
Computationally Efficient
20%
Axial Load
20%
Practical Design
20%
Response Characteristics
20%
Axial Strength
20%
Numerical Investigation
20%
Damage Development
20%
Ductility
20%
Efficient Representation
20%
Member Stiffness
20%
Concrete-filled Steel Tube
20%
Concrete-filled
20%
Concrete Materials
20%
Confined Concrete
20%
Strength of Materials
20%
Crack Opening
20%
Composite Cross-sections
20%
Practical Assessment
20%
Response Variable
20%
Cyclic Performance
20%
Cyclic Response
20%
Large Deformation Behavior
20%
Inelastic Response
20%
Cross-section Capacity
20%
Mineral Aggregates
20%
Crack Closure
20%
Cumulative Damage
20%
Cross-section Properties
20%
Strength Interaction
20%
Cyclic Analysis
20%
Parametric Assessment
20%
Monotonic Model
20%
Continuum Finite Element Model
20%
Cumulative Deformation
20%
Buckling Criteria
20%
Reliability Prediction
20%
Engineering
Steel Tube
100%
Cyclic Loads
100%
Rubberized Concrete
100%
Design Procedure
40%
Rubber Content
40%
Cyclic Loading
40%
Cross Section
40%
Numerical Approach
20%
Deformation Behavior
20%
Large Deformation
20%
Local Buckling
20%
Confined Concrete
20%
Parametric Study
20%
Geometric Parameter
20%
Axial Load
20%
Response Characteristic
20%
Section Property
20%
Damage Development
20%
Section Capacity
20%
Material Parameter
20%
Crack Opening
20%
Axial Strength
20%
Inelastic Response
20%
Efficient Representation
20%
Concrete (Composite Building Material)
20%
Fem Model
20%